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L. Dunai

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Jáger, B. / Dunai, L. / Kövesdi, B. (2022): Lateral-torsional buckling strength of corrugated web girders – Experimental study. In: Structures, v. 43 (September 2022).

    https://doi.org/10.1016/j.istruc.2022.07.053

  2. Jáger, B. / Dunai, L. (2021): Nonlinear imperfect analysis of corrugated web beams subjected to lateral-torsional buckling. In: Engineering Structures, v. 245 (October 2021).

    https://doi.org/10.1016/j.engstruct.2021.112888

  3. Dunai, L. / Okura, I. / Késmárky, Z. / Nagy, A. / Iványi, M. (1998): Effects of stiffener-end-gaps on ultimate behaviour of thin-walled girders. In: Journal of Constructional Steel Research, v. 46, n. 1-3 (April 1998).

    https://doi.org/10.1016/s0143-974x(98)00043-1

  4. Kiss, K. / Dunai, L. (1998): Advanced model for the stress analysis of steel truss bridges. In: Journal of Constructional Steel Research, v. 46, n. 1-3 (April 1998).

    https://doi.org/10.1016/s0143-974x(98)00081-9

  5. Dunai, L. / Hufnágl, L. / Iványi, M. (1998): University-enterprise co-operation in the education of steel structures. In: Journal of Constructional Steel Research, v. 46, n. 1-3 (April 1998).

    https://doi.org/10.1016/s0143-974x(98)00076-5

  6. Ádány, S. / Dunai, L. (1998): Cyclic analysis of steel bolted components. In: Journal of Constructional Steel Research, v. 46, n. 1-3 (April 1998).

    https://doi.org/10.1016/s0143-974x(98)00033-9

  7. Kovács, N. / Calado, L. / Dunai, L. (2004): Behaviour of bolted composite joints: experimental study. In: Journal of Constructional Steel Research, v. 60, n. 3-5 (March 2004).

    https://doi.org/10.1016/s0143-974x(03)00139-1

  8. Kovács, N. / Calado, L. / Dunai, L. (2008): Experimental and analytical studies on the cyclic behavior of end-plate joints of composite structural elements. In: Journal of Constructional Steel Research, v. 64, n. 2 (February 2008).

    https://doi.org/10.1016/j.jcsr.2007.07.004

  9. Jakab, G. / Dunai, L. (2008): Resistance of C-profile cold-formed compression members: Test and standard. In: Journal of Constructional Steel Research, v. 64, n. 7-8 (July 2008).

    https://doi.org/10.1016/j.jcsr.2008.01.037

  10. Kövesdi, B. / Braun, B. / Kuhlmann, U. / Dunai, L. (2010): Patch loading resistance of girders with corrugated webs. In: Journal of Constructional Steel Research, v. 66, n. 12 (December 2010).

    https://doi.org/10.1016/j.jcsr.2010.05.011

  11. Kövesdi, B. / Jáger, B. / Dunai, L. (2012): Stress distribution in the flanges of girders with corrugated webs. In: Journal of Constructional Steel Research, v. 79 (December 2012).

    https://doi.org/10.1016/j.jcsr.2012.07.023

  12. Kövesdi, B. / Alcaine, J. / Dunai, L. / Mirambell, E. / Braun, B. / Kuhlmann, U. (2014): Interaction behaviour of steel I-girders Part I: Longitudinally unstiffened girders. In: Journal of Constructional Steel Research, v. 103 (December 2014).

    https://doi.org/10.1016/j.jcsr.2014.06.018

  13. Kövesdi, B. / Alcaine, J. / Dunai, L. / Mirambell, E. / Braun, B. / Kuhlmann, U. (2014): Interaction behaviour of steel I-girders; part II: Longitudinally stiffened girders. In: Journal of Constructional Steel Research, v. 103 (December 2014).

    https://doi.org/10.1016/j.jcsr.2014.06.017

  14. Kövesdi, B. / Jáger, B. / Dunai, L. (2016): Bending and shear interaction behavior of girders with trapezoidally corrugated webs. In: Journal of Constructional Steel Research, v. 121 (June 2016).

    https://doi.org/10.1016/j.jcsr.2016.03.002

  15. Jáger, B. / Kövesdi, B. / Dunai, L. (2017): I-girders with unstiffened slender webs subjected by bending and shear interaction. In: Journal of Constructional Steel Research, v. 131 (April 2017).

    https://doi.org/10.1016/j.jcsr.2017.01.009

  16. Jáger, B. / Kövesdi, B. / Dunai, L. (2018): Bending and shear buckling interaction behaviour of I-girders with longitudinally stiffened webs. In: Journal of Constructional Steel Research, v. 145 (June 2018).

    https://doi.org/10.1016/j.jcsr.2018.03.009

  17. Kiss, K. / Dunai, L. (2000): Stress history generation for truss bridges using multi-level models. In: Computers & Structures, v. 78, n. 1-3 (November 2000).

    https://doi.org/10.1016/s0045-7949(00)00079-1

  18. Néző, J. / Dunai, L. / Topping, B. H. V. (2011): A mixed time integration scheme for virtual fabrication of steel plate girders. In: Computers & Structures, v. 89, n. 21-22 (November 2011).

    https://doi.org/10.1016/j.compstruc.2011.05.018

  19. Kövesdi, B. / Dunai, L. (2011): Determination of the patch loading resistance of girders with corrugated webs using nonlinear finite element analysis. In: Computers & Structures, v. 89, n. 21-22 (November 2011).

    https://doi.org/10.1016/j.compstruc.2011.05.014

  20. Kövesdi, B. / Dunai, L. (2017): Design method improvements for buckling of plated structures - cooperation between Stuttgart and Budapest. In: ce/papers, v. 1, n. 5-6 (December 2017).

    https://doi.org/10.1002/cepa.563

  21. Jáger, B. / Dunai, L. / Kövesdi, B. (2017): Experimental investigation of the M-V-F interaction behavior of girders with trapezoidally corrugated web. In: Engineering Structures, v. 133 (February 2017).

    https://doi.org/10.1016/j.engstruct.2016.12.030

  22. Kövesdi, B. / Dunai, L. / Hendy, Ch. (2018): Minimum requirements for transverse stiffeners on orthotropic plates subjected to compression. In: Engineering Structures, v. 176 (December 2018).

    https://doi.org/10.1016/j.engstruct.2018.09.019

  23. Katula, L. / Dunai, L. (2009): Full scale bolted beam-to-beam end-plate connections under bending. In: Bauingenieur, v. 84, n. 3 (March 2009).
  24. Horvath, A. / Dunai, L. / Nagy, Zoltan (2006): Dunaujvaros Danube Bridge: Construction, Design and Research. In: Structural Engineering International, v. 16, n. 1 (February 2006).

    https://doi.org/10.2749/101686606777962710

  25. Kiss, K. / Dunai, L. / Szatmári, I. (2000): Numerische Simulation des Risszuwachses in einer orthotropen Fahrbahnplatte unter Dauerschwingbelastung. In: Bauingenieur, v. 75, n. 5 (May 2000).
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